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HomeMy WebLinkAboutR-416204N — — TYPE 1 RIM=39: P — IWPVC W BO OIL b DLU 0 _ ~ S _ ■ PD 38264 IS w SEE54' IE NE 771,4 STR SD SO SD SAWCUT LINE 2 8 a o =,s S RIM- d 3 a^ PVC wesT 37 MATC S" PVC EAST 37 27EXISTIN I— PSTftIRunON POLE o Q I2' DIA. W00D W/ m J U.G. COMMITS y a -1/2' DIA. PVC T 0 N O 2 Z Q STREETFRONTAGE IMPROVEMENTS' J STREETFRONTAGEIMPROVEMENTS; U) HAVE BEEN INSTALLED & INSPECTED J AS PART OF U15005689. Q 38S, ZPERMEABLE PAVEMENT: 1. PERMEABLE PAVEMENT HAS BEENI LU INSTALLED & INSPECTED AS PART OF', U U15005689. 2. PERMEABLE PAVEMENT SHALL BE! CLEANED TO THE SATISFACTION OF xa9 THE CITY OF RENTON PUBLIC WORKS - LLI INSPECTOR. W as LOT 2: LOT 2 SHALL TAKE ACCESS OFF OF THE EMERGENCY TURNAROUND TRACT VIA A RESIDENTIAL DRIVEWAY. NO PARKING SHALL BE PERMITTED WITHIN TRACT A. h ------------------- 4, E z° Q a u N i 0 i E FOUND 1/2'REBANA- o - CAP (TEA LS/983A/10358) r ____ d __ M P BE G �, Land Planning • Civil Engineering 5130 South 166th Lane SeaTac, WA 98188 T (206) 229-6422 SSMH K''38'J�73 a" pvc WEST = 3n.7D' SD B p SOUTH = 77.79' SD b SD 1 3 R=300.00' LOT 1 R=300.001% (7,01 DELTA: HOUSE n Jes B LOT2 (7,018 SQ. FT) 4' UTILITY EA; :Z7 0. �N AON ______ ___.'0ry7 e LOT 3 (9,2�7 SQ. F) o_ 7ary • JO :J O. �9 , 0' 'E 1'CATCH BA9 — — e389.10' DIP T) SOUTREkT - 38710' IS TOM = 266.84'i STGNM MANH�ME W 'A' RIM=389.81' S' DIP 76 NORTHWEST = 386.70'IS 12" CPP TO WEST = 38357'IS DAM STA=10+43 (10' LT & 10' RT) Elas386.16 (BOTTOM) STA=119+53 (10' LT & 10' RT) �E_L-385.66 (BOTTOM) �&A=10+63 (10' LT & 10' RT) E4.a385.16 (BOTTOM) STA=10+73 0O' LT & 10' RT) EL=384.66 (BOTTOM) STA=10+83 00' LT & 10' RT) EL=384.16 (BOTTOM) STA=10+93 (10' LT & 10' RT) -EL=383.66 (BOTTOM) STA=11+03 00' LT & 10' RT) EL=383.32(BOTTOM) STA=11+18 (16.5' LT & 10' RT) 4" DI WATER (SEE SHEET WA1) EL=382.82 (BOTTOM) STA=11+41 (42' LT & 10' RT) EL=382.33 (BOTTOM) STA=11+64 01' LT & 10' RT) 8" PVE SEWER (SEE SHEET SS1) EL=381.84 (BOTTOM) STA=11+87 (10' LT & 10' RT) CHECK DAM (TYP) EL=381.34 (BOTTOM) STA=12+10 00' LT & 10' RT) r-FOUND 5/8" REBAR h CAP (APE LS #29293) 0]1' EAST FROM FREE LINE. T JOB NO. ROW CENTERLINE NE 7TH STREET 13' 8' 5' 3.5' 10' 2, PLANTER STRIP SIDEWALK 1, 0.5' VERTICA SAWCUT 1F_5% • 4:1 OR FLATER 4" HMA 2" CRUSHED SURFACING TOP COURSE(CSTC) 6" CRUSHED ROCK 4" CEMENT CONCRETE SIDEWALK CEMENT CONCRETE TRAFFIC PER CDR STD. PLAN 102 CURB 8 GUTTER PER COR STD. PLAN 101 4" SANDY PLANTING SOIL � EX. 8" PVC SEWER NE 7TH ST. — TYPICAL SECTION SCALE: NONE 4" POROUS CL-Y" HMA WITH KEVLAR FIBERS - (PG 70-22 POLYMER MODIFIED) 2" CHOKER COURSE - (SEE NOTES ON SHEET 2 OF 8) z ' • • .y. 07• •l •-••T •n a1. •l .ID REDUCE STRUCTURAL PROBLEMS ASSOCIATED WITH SUBGRADE 1..�0��u��{rs •EROSION•SLOPES,N THE . AND BELOW SHALL BE APPROXIMATELY EVERY SIX INCHES (0.5') OF ELEVATION — DISTANCE BETWEEN BERMS WILL VARY DEPENDING ON SLOPE BUT TRACT "A" VARIES - 22' TO 24' w 1= � zi z DO O 0) O PVT. ACCESS ROAD a w N 4" POROUS CL Y2" HMA WITH KEVLAR FIBERS J C6 N & TEL (PG 70-22 POLYMER MODIFIED) rn GAS 10' MIN. C4 b 4" DI WATER w QO 2" CHOKER COURSE POWER (SEE NOTES ON SHEET 2 OF 8) Cf 12" ROCK RESERVOIR COURSE PERMEABLE BLAST 8" PVC SEWER (SEE NOTES ON SHEET 2 OF 8) EXISTING NON -COMPACTED NON -WOVEN GEOTEXTILE ALONG BOTTOM SCARIFIED SUBGRADE & SIDES PER WSDOT SECTION 9M3.21(1) LONGITUDINAL SLOPE TABLE 3 (SEE GEOTEXTILE NOTES ON SHEET 2 OF 8) (5% MAX.) PVT. ACCESS ROAD — TYPICAL SECTION CHECKDAM SCALE: NONE Y EXISTING NON -COMPACTED 12" ROCK RESERVOIR COURSE SCARIFIED SUBGRADE PERMEABLE BLAST (SEE NOTES ON SHEET 2 OF 8) NON -WOVEN GEOTEXTILE ALONG BOTTOM & SIDES PER WSDOT SECTION 9-33.21(1) TABLE 3 (SEE GEOTEXTILE NOTES ON SHEET 2 OF 8) PERVIOUS PAVEMENT CHECK DAM DETAIL SCALE: NONE REFERENCE 2012 DOE SMMW W - FIGURE 5.3.6 40 40 40 39 39 38 38 38 37 37 36 36 36 VERTICAL GRAPHIC SCALE 10 5 0 5 10 11 inch � HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 inch - 20 ft u Know what's below. Call before you dig. N O O O O 1 _O Q Q J N N O O O O roll CONSTRUCTION NOTES: (D CONSTRUCT PERMEABLE PAVEMENT PER TYPICAL SECTION THIS SHEET Q CONSTRUCT 18' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1 Q CONSTRUCT 20' WIDE DRIVEWAY ENTRANCE PER DETAIL ON SHEET DT1 ® 8' WIDE PLANTER STRIP WITH SOD. PLANT EASTERN REDBUD, 408 (CERCIS CANADENSIS) (2" CALIPER). SEE LANDSCAPE PLAN FOR MORE DETAILS 404 O INSTALL MAILBOX PER CDR STD. PLAN H027, H028 & H029. CONTRACTOR 400 TO COORDINATE WITH POST OFFICE FOR ACTUAL LOCATION AND APPROVAL 396 ©CONSTRUCT 4" THICK CEMENT CONCRETE SIDEWALK PER CDR STD. PLAN 102 392 Q CONSTRUCT 5' WIDE ASPHALT RAMP (12:1 SLOPE MAX.) 388 WITH TRUNCATED DOOM 384 ® CONSTRUCT ASPHALT WEDGE AND MATCH EXISTING Q UTILITY TRENCH (POWER & COMMUNICATIONS). CONTRACTOR TO 380 COORDINATE WITH UTILITY PROVIDERS FOR CONDUIT TYPE & SIZE 376 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER COR STD. PLAN 101 372 4nl me'JE EXISTING )ANTER ME 368 O2 INSTALL "NO PARKING FIRE LANE" SIGN PRIOR TO SHORT PLAT 364 RECORDING R-416204 360 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 PVT. ACCESS - PROFILE AS -BOIL NERTICAL: NAM 1966 111=20' HORD:OMALNADINOAM1 DATUM BONE INLH AT NI IEINC E ME I IF NOT CORDING SCALE ACCORDINGLY CITY OF URI RENTON Planning/Building/Public Works Dept. J IY 0 CENTRAL ISLAND SHORT PLAT E481 Q 3413 NE 7TH STREET cn RENTON, WA 98056 J Q ROADWAY / DRAINAGE N, PROFILE AND SECTIONS